2016-03-07_HYDROLOGY - M1980244

• Permit No: M1980244
• IBM Index Class Name: Hydrology
• Doc Date: 3/7/2016
• Doc Name: Response to DRMS Drainage Question
• From: Neumont
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

LEGEND:
EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
PROPOSED GROUND SURFACE CONTOUR AND EL. FEET
_ ----- DAYLIGHT LINE
UM6+00
CONSTRUCTION ROAD UM CENTERLINE
_=-_- - EXISTING UNIMPROVED ROAD/TRAILS
\ + g4 5 ``; -'� EXISTING GEOMEMBRANE LINER LIMITS
�o--G- EXISTING GAS LINE
-E-E- EXISTING POWERLINES
EXISTING PIPELINE
--,�� _ RETAINING WALL
\�-- PR4+63uM4+54.7 � '�^ `"-2 NOTES:
1. UM CONSTRUCTION ROAD CENTERLINE ALIGNMENT DATA CAN BE
\ ( M4+0123 AREA
FOUND ON DRAWING A440.
2. DETAIL N1 APPLIES BETWEEN STATIONS UMO+00 AND UM2+01.
3. DETAIL N2 APPLIES BEWWEEN STATIONS UM2+01 AND UM4+28.
4. DETAIL G APPLIES BETWEEN STATIONS UM4+28 AND UM16+30.
0 -- 5. DETAIL S APPLIES BETWEEN STATIONS UM16+30 AND UM24+78.
Y
100 0 100 200 FEET
.,
ITS OR NO S -
d
PROM D B ORES16 W
SU NO !!!
10300
-_ STA = U�.120+72.30 VI STA = UM22+ .31 I STA =L/M23+09
PVI ELEV = 7 00 A D 700003.80 PVI ELEV 1001
I 99 5. 2.97
LOW POINT ELEV = 9885.00 LOW POINT ELEV = 9882.97 4 PVI STA UM17+77.88 A O-��5.72 = - A.D. - 21:91
_ I I
_ LOW POINT +- �_�
PVI STA = UMO+19.77 K _ -
PVI ELEV - 9885.00 PVI STAB UM4+34.67 I P EL = 9907. 8.75 K 7 04 = 2.28
VI ELEV 4 K
4905.00 LOW POINT STA - UM2+52.33 pVl STA-=-4�M4+25.42 PVI$TA.._a M8+52.94'___ -___._ - PVI STA = UM15+78.27 A.D. - -11.00
PVI STA = UM2+42.33
A.D.'_ -3.91 _ ELEV 9882.96 PVI'ELEV- 9883.47 PVI ELEV = 9890.D9 = = n
K 9.09
K = 5.12 A.D. - 8.99 A.D. = 3.16 A.D. - 0.79 ! A.D. = 22.83 n n + +
K 2.23 K i K 125.89 K = 2.19 '--- +
10100 ( n I 10100
�..G.. �..
N >
O N .O < i i N M O N U m 6•Ji
mc,
11.3
_.. &ii'cw.t �. w �.. w _ i �W �� _.... -_. -_- _-.�.. �.. 18.46% ------.ri.. ..
�� N
> o "o CONSTRUCTION ROAD UM m
m � Ti FINISH GRADE 1274% i
RJE
ssoo -s.oa 23i4v i 9900 �
I
o04
:�
-� - -
! -
HIGHIGH POINT ELEV = 9835.00 j H
POINT STA - UM3+48.23 / ! ".. EXISTING GROUND
PVI STA = UM3+58.23 Li ••� -'- - 1-�
......
9700 PVI ELEV - 9885.0o I ` - J i - - 4 97o0 SOO
- - - -- A
AD. _ -3.04
K = 6.58
CID
ll�
00 nN nn Oh no Omm O0mi nmm 0a' mm°OD. m � m N�n mp � n� N � '• ' m M cq N� 1� m0. P,! mmn m O 0 m0rn1 mmrn� q
�O � aq0
� � � O O
m �o � � °D D q o o
In
O °Dm rnwrn O mim0 m0 rn°D 0 0 m0 Ol 20 0�n0
m m W 0 O� m 0 mrn ama m mW ma OI OI 0 0i 01 rna m0mrn rn � NN0 ONooh Nmg �•oo'l l~V No0f E1rnfC o0'tm1�gV0 UM0+00 UM2+00 UM4+00 UM6+00 UM8+00 UM10+00 UM12+00 UM14+00 UM16+00 UM18+00 UM20+00 UM22+00 DUENIT CRIPPLE CREEK & VICTOR
REFERENCE. GOLD MINING COMPANY
100 0 100 200 FEET 100 0 100 200 FEET PROJECT
Er.�TING GROUNU TOPOGRAPHY WAS CREATED BY COMBINING THE FCLLOwu1G FILES MILL SITE EARTHWORKS
PEC'✓FROM FORESIGHT WEST St.RVEYING,INC.:
SOUAw GULCH BASE,GPO- PHASE t - REVISEODWG VERTICAL SCALE HORIZONTAL SCALE
SQUAW
G MARGH i4, ORO VERTICAL EXAGGERATION =1X TITS OVERBURDEN STORAGE AREA
(REBGuaw GI�_Ge BASE TGPG- PHASE 2.DwG
SOUAW,GGULCHI BA
T 24, OPO - PHASE,.DWG 1 8/16/12 RE-MUM FOR CONSTRUCTION JNM CONSTRUCTION ROAD UM
(RECV MA)4. 2010) JNM
CCV TOPG EXPANSION 12-29-10 NORTH AREA,OWG 0 3/02/12 ISSUED FOR CONSTRUCTION JNM PLAN AND PROFILE
(RE JANUARY 1,, 2011) CMT
CCV TORO EXPANSION p7--28--11 SOUTH AREA.OWt: DISCLAIMER
(RECV JANUARY 28, 2Gn) DESIGNED BY CMT CHECKED BY JNM
SH67 TORO 7-07-i1.ON'G AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
(PEC✓JL/LY 11,12011) USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CMT APPROVED BY JNM
LF2 TOPO EXPANSON a 0 II DWG EFFORTS.RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
(RECv A cusl 9 011 TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME RAWING No REV
';28-GOM BI TOPO MBE LI 4 ^'.c', ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S �f
MAY 8. 0 FROV SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC. 74201.1 I ZJGPO3 A430 .1 1